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A model for the analysis of elastio-plastic buckling of compressed columns

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2021
Paper_Nemanja_Milekic_Model.pdf (379.0Kb)
Authors
Milekić, Nemanja
Bendić, Milica
Ćorić, Stanko
Perović, Zoran
Conference object (Published version)
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Abstract
Modern structures often use new technology materials as special high-strength steels. This is one of the reasons why cross-sections of structural members are smaller and structures are lighter than those built fifty years ago. Besides, there are new calculation methods that try to optimize material use and save money. Engineers today are faced with new challenges in terms of the design and construction process. Structures are often very slender and can be prone to loss of structural stability. The most common example of such a slender element is columns. They are often subject to compression loading so stability can be a significant factor in element design. To build safe structures with optimized material use, it’s very important to have a clear picture of element behavior in the pre-buckling and post-buckling phases. The nonlinear analysis could be very complex even for simple structures and because of that, different software is to be used for such tasks. In this paper, a... simplified analytical

Keywords:
stability analysis / stable symmetric bifurcation / elasto-plastic range / cantilever
Source:
8th International Congress of Serbian Society of Mechanics, 2021
Publisher:
  • Serbian Society of Mechanics
Funding / projects:
  • Ministry of Education, Science and Technological Development, Republic of Serbia, Grant no. 200092 (University of Belgrade, Faculty of Civil Engineering) (RS-200092)
[ Google Scholar ]
URI
https://grafar.grf.bg.ac.rs/handle/123456789/2593
Collections
  • Radovi istraživača / Researcher's publications
  • Катедра за техничку механику и теорију конструкција
Institution/Community
GraFar
TY  - CONF
AU  - Milekić, Nemanja
AU  - Bendić, Milica
AU  - Ćorić, Stanko
AU  - Perović, Zoran
PY  - 2021
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2593
AB  - Modern structures often use new technology materials as special high-strength steels. This is
one of the reasons why cross-sections of structural members are smaller and structures are lighter
than those built fifty years ago. Besides, there are new calculation methods that try to optimize
material use and save money. Engineers today are faced with new challenges in terms of the
design and construction process. Structures are often very slender and can be prone to loss of
structural stability.
The most common example of such a slender element is columns. They are often subject to
compression loading so stability can be a significant factor in element design. To build safe
structures with optimized material use, it’s very important to have a clear picture of element
behavior in the pre-buckling and post-buckling phases. The nonlinear analysis could be very
complex even for simple structures and because of that, different software is to be used for such
tasks. In this paper, a simplified analytical
PB  - Serbian Society of Mechanics
C3  - 8th International Congress of Serbian Society of Mechanics
T1  - A model for the analysis of elastio-plastic buckling of compressed columns
ER  - 
@conference{
author = "Milekić, Nemanja and Bendić, Milica and Ćorić, Stanko and Perović, Zoran",
year = "2021",
abstract = "Modern structures often use new technology materials as special high-strength steels. This is
one of the reasons why cross-sections of structural members are smaller and structures are lighter
than those built fifty years ago. Besides, there are new calculation methods that try to optimize
material use and save money. Engineers today are faced with new challenges in terms of the
design and construction process. Structures are often very slender and can be prone to loss of
structural stability.
The most common example of such a slender element is columns. They are often subject to
compression loading so stability can be a significant factor in element design. To build safe
structures with optimized material use, it’s very important to have a clear picture of element
behavior in the pre-buckling and post-buckling phases. The nonlinear analysis could be very
complex even for simple structures and because of that, different software is to be used for such
tasks. In this paper, a simplified analytical",
publisher = "Serbian Society of Mechanics",
journal = "8th International Congress of Serbian Society of Mechanics",
title = "A model for the analysis of elastio-plastic buckling of compressed columns"
}
Milekić, N., Bendić, M., Ćorić, S.,& Perović, Z.. (2021). A model for the analysis of elastio-plastic buckling of compressed columns. in 8th International Congress of Serbian Society of Mechanics
Serbian Society of Mechanics..
Milekić N, Bendić M, Ćorić S, Perović Z. A model for the analysis of elastio-plastic buckling of compressed columns. in 8th International Congress of Serbian Society of Mechanics. 2021;..
Milekić, Nemanja, Bendić, Milica, Ćorić, Stanko, Perović, Zoran, "A model for the analysis of elastio-plastic buckling of compressed columns" in 8th International Congress of Serbian Society of Mechanics (2021).

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